Loading...
SP attached to CC/Packet 010813v a G 0 n� Q 0 N N J a w C/, J W J U fl U a co (N '- LC) 0 j L.1) Ln 0 i rn 0 DeFOR£ST s/TE SNiDY �! 7 No Scale � I 328.7 AC. DALLAS GUN CLUB k\ 2 Vol. 79215, D.R.D.C.T. 1409 23 \' \' CITY OF CARROLLTON 0 \ \\ n \ \ \� N89.36'1 9 "E PROPOSED STONE RETAINING WALL CITY LIMIT LINE 1317.53' CITY OF COPP \\ �` 4,26.30' 103.01 89.95 83.33 ,81.1,I? r ` r' 'GOPPQ� t z�IvEO: sF -7 �\ \\ \\\ `. Ply 5F -7 + 2 w �' / \� �\\ \\ �s BLOC © 20' DRAINAGE \► LAk -WOOD ESTATES 24 \� \ \ \� 2 • Nta w �: ! N N r = "5 j EASEMENT VICINITY MAP ...... —� �` Vol. 4Q57, Pgg 6Q2 l N Q 7 / D.R.D.C.T.' \ \\ \ \,\ R1. C� O 0cS cA 5 p �' M N �� ~ `'�^ 1 25 \\ \ , � � ' 2 L41 9 lt` `, �92`p`p� / \ 26 S88 46 02 E - ...__..... ; 389: 150.8 09' 93' O r 047 L71 L70 1 N J PROPOr STONE.;RETAINING WALL 1, I 27 14 ° 15 � C ; � t '� � ±` 10 y f W cn o``2� ,• / % '� o' 21 tO• 20 2�1 po 0 ,o 4tk `� j o° 1 LIMITS OF STORAGE 't-UN N6,�. ��a115 1 \ 1 28 c�. \1 `Ll�� k -' ;l, �0' DRAINAGE /// 2rJ EASEMENT l �13 N L19 �/ 1/ ,,�g �� �S <'`a, �8111.54'c N I k 1 1` j \ '�� FUTURE 1`5' ` all o •� �1$�Z o�, HIKE & BIKE­- j l t . ' / 1 C43 tij ? �` O W 6 1 rO ; t ` S� , p6 �. \ 2s , ,. t /�� �% ri, s 22 w , S �� 26 'L. - TRAIL (PRIVATE) < LAKEWOOD ESTATES 13\ 5 `� `c ��t ( �? �q� R�� 2Ej Vol. 94057, P 602 a' € cs, ( I % '1 / c' \ 6 t t 18 \`: .�- 23 r .. SCALE: 1"=100' R.}� C ;87'42'15" __!_� EA EM G y� `��?'o ssy �'�' 54:9'56 "E� ,-y1 "� 09' 1 t ZONED: SF -7. Z \ c'`�' � 27 �� F ��� 16p�� aD. G 132.83. l 13 06,, 0 50 100 200 30 �o \ �2 1 \ i 12 /� >1.74 -> -\ CN 0 q o { \ \ C '� ; `OcS t j 1'' S'83 55 34 "E \`\ ,� \ e-- !V <a`t�\ �•' G •g$ tit 23 �' 125.1a CO LEGEND �' _ •— °, C can O �- _= - -� _ 12yt• in p •'�O '� �` G .toy: �,= �.v �� FIR Found Iron Rod = 31 'P o ' \ 0 ,\ �� SIR Set Iron Rod O ° 16 % O J ~ ��` �-\ cD / i M , ` '�--- _ , 20 ACCESS 1 f F 25 9 �. cA -- -- -- "� EASEMENT ;'" \ 14' w ' ����- `� f /j'� BLOCK F ii ` f s � �7 9 ,,. `. _ f� . , � j •..- --=_= :-- ..._,...� ` ..� = `� f \ \ \ \�O ` o J , � �i 32 0 rnrn > 1 �v i� ° - - "`- -1 - '`\� � 0' SEMENT \� I _ Q 1J J J jr %��- PROPOSED STONE o r, 10 �(� s > �`� \� F cn J --- �, — / �I RETAINING WA \ O , , ,° vS'j C21j $Q'12 Jr6,n r -� � 120.45' i . ` ` A� \�1\ \ \ \q o = PD ; SF -7 11i� C 130.08' >. r S \ \ OA S8T42'15 "W �' J q \ ¢ 20 \�\ 33 ` �' w�,�. - ^�• ,^��, 3 �s. s s9 0� l2opoSFO \ � �\ ,00 y\ \ \\ � _ BLOCK Q 3 ° •- ' %/� ; % / \ \\ � P �% "� 23 rya o, r 2 r .s \ \ ^ \ \\ \ S °' c" 3 i', /% ` ` 'f� \ \�� -- -- 9 �\ 22"' O" 1 ° �NFgF�\ \\ �00 \ \\ 20= DO -J; :. ,'�' 2 t� <705 0�3 qi ^off 0,� NOTES: 34 1. ALL COMMON AREAS INCLUDING SCREENING i ~ ` °` \` . 90, > ; -: WALLS &LANDSCAPING TO BE MAINTAINED 2 C...,, 7g .'fig `L <1% '',. �� \o� —� _ /'� '--- -- BY THE HOMEOWNER'S ASSOCIATION""_. O \\ 2. THE 100 YR FLOODPLAIN AREA SHALL I _ �/ >8 0 > l 19 a \ \\ ^ook ,// \ �s \\ BE MAINTAINED BY THE HOME OWNER'S 35 ,s, $ moo' ,'°��2> �"��`'� ASSOCIATION. r C3LOC 3,' °a�i : , o \ X73. � 86 4 ;63 �o� �„`o' d '', "� 9 3. RETAINING WALLS TO BE CONSTRUCTED _ /87'4214 W �. 12� \ OF STONE. $� ."z, r o ' 80 r. �'� o 4. SCREENING WALLS TO BE CONSTRUCTED „/ p 7 O �, 3 1 o ti� 8 ' L. r o OF STONE AND ARE TO BE 6 TO 8 FEET 36 1' 3�, 7 °�° a ,per. 8 Q� BLOCK C ,,� ,; If //I 23.6 AC. �, �, $ /� ,� Lam. ' IN HEIGHT. !., r?, .ham p� \ t d�4i 17 •. AD - •h'1 � o rn / -+ CITY 1 CARROLLTON \ I , a SF cb o rl % Vol. 91226 Pg. 332 5. NO PARKING SIGNS SHALL BE PLACED ON - ? �! 3 9l M _ .� '� rn �/ �'J _._ .. 1 _...__ Ecr - , _ _ � D.R.D.C.T. ra D R.D C ry O 9 16 O THE SOUTHEAST SIDE OF BLACKBERRY DRIVE 5J8,2 ��• .9 , _ . _ 4a m sv _> 1x O � / 5 � 1 _ 3 _I _.. _ . _ '� T E?QST3t�G 1 _ _ TIDE �Y A _ 00 IIR. o €� INN l DRt W 5 zr� A .. Elm_ � � � 1 ,� 5 3 , 9" i 0 LINE u ` to � IFt3i�i EA 10/ SEM to ENT �L N C 6. THE DR lNAG T ., ^� DRAINAGE EASEMENTS SHOWN HEREON N EEO , . 6 :V' V E 1 TIN 8 S .. \Jr" � -- -- M /f SHALL ALSO BE USED FOR ACCESS BY THE in v+ IS TING too YR. 3 , ^� $U� „ FLOODLINE 3" O '� - G / \ PROPOSED STbPI THE HOA AND CITY FOR CREEK MAINTENANCE. - - �' O, ay t/ 0 38 � %s ( Cj6' ��*00.•. 0 20 N�. r RETAINING WAIL O // LAKEWOOD ESTATES' / 4 '-P SF -9 X`' d'O �5 _ of. 94057, Pg 602I,; °- ��8 . 9� 1 w C �.r- -r 12 D.R.D.GT. of oo ix p 45Q �� h , S6` __ _�_.. _ L32 J r / l� • - C 1 0 to BLOCK B \,,�9 'ti �• ^� ;' :77' tpr Eq EMFN'�GE j / z 3 �8� "„ ^ W O O \ / 39 „r 3 1 l 0� .2 N /� !)J � Sri •� 12 ti y r � O �• � �4J�'.�„- X29`30\ / O , -•-- �6 �i 0�` y • ' 40 4 c7 �� ���.ta ro, /�' EXISTING too YR. S - -floT 2x' C j _...._.. p �. i 2� FLOODLINE S ° "C6�J SEE DETAIL t I - �,, - ED l I a .-. r PROPOS 125.00 ¢ ;N `S8�'42'15 "W 9 �c� �tp. �6, •� , $ � COBBLESTONE -- "" I 4. C7 / �ODr6' /, l J `r S ° 9 3 . .d CONCRETE '— > 2 3 ~�` t3 '" w-" �t rn to a 6 MIN. STONE a 14 190 iQ �O °>, o ro M Y z fl SCREENING WALL 3 0 °.. z \ �'` "� i p o (� j p.0 - 4 0 , 125.00 N \ N -6 0rO G0 f 6'u, d'� cn z d 10 Y c3; ON TOP OF STONE 13-i - :A S 4215 W (A a, 15 .� /�, �/ rn $Z' o �? ti �� sue, `� ' 11� 1 PROPOSED RETAINING WALL' J 1 �o g 0 cn t ZONED: RETAIL x87.42'15 "V+! J \1\ 00 _ ..-x? _ �� " ", O ���� r�OcP- �'I L78 L 9 Z o , \\� `�\ o = tJ PAVEMENT 31 z / 2\ Q / `. \ _ -- gg' -� p �` \'�`�' moo, jj j� �C° �' �.. ,r �O m i W ° KIMBLE COURT ADDITION °0� i� n 1 i 7 63.87' c71 5 - Vol. 77213, Pg. 999 ...... D.R.D.C.T. . J g,10 „�1 ,� \332 16 j �, y N6�0 l _ _ _ \ A�a�s C11 OT 2X s7 - L ST TAMNNG , �� l { {� }� N 2 PROP. 5' WALL 1 '�L -- :........_._ X560 Z ' ?'G•p°' ''PROP. 100 Yr. FLOODPLAIN,- �� �O EASEMENT 1 tl i•, \ 68 a 4. \ O r'�^�\ '9 \ �1 mss. N 1 J { J s 6' MIN. STONE � �/ 10 \ SCREENING WALL l� r Z �� + S89 21 '23"E 335.51 \� n �� _ 2 o \3 �`�� �� /� f _� `'�\ 1X a 1 o / Nw BLOCK / O \ �' � 1 / ~ 45 J '' 6 �'''��'. If 0473.20. ' 'S 61.14 /// �� V. L5 F Iii l�! 30' B -B w /laydown on both sides, 29' B -B w /laydown on one sid:9 28' B -B w standard curb both sides 10' 1.5' 27' G -G 1.5' 10' 1,0' LAYDOWN CURB FOR LOTS WITH FRONT DRIVE ACCESS, STANDARD CURB FOR ALL OTHERS. 2q °MAXI STANDARD CURB 2 X PROP. CONC. PAVEMENT PAVEMENT SECTION (NO SCALE) PLANNED DEVELOPMENT CONDITIONS - PD - "SF9 "_AND_ "SF -7" A) SITE- DATA TABLE EXISTING ZONING: SF -12 NONE (ANNEXED) PROPOSED ZONING: PLANNED DEVELOPMENT "SF -9” PLANNED DEVELOPMENT "SF -7" LAND AREA: 36.285 ACRES 18.570 ACRES PROPOSED USE: SINGLE FAMILY SINGLE FAMILY NO. OF LOTS: 55 LOTS 27 LOTS j MINIMUM LOT AREA: 9000 SF 7500 SF MINIMUM LOT WIDTH feet. (AT FRONT BLDG. LINE): 75 FEET 65 FEET MINIMUM LOT DEPTH: 100 FEET 100 FEET MAXIMUM LOT COVERAGE: 409(2 STORY) and 48 %(1 STORY) 40 %(2 STORY) and 48%(1 STORY) MINIMUM DWELLING SIZE: 3,000 SF 2,400 SF AVERAGE LOT SIZE: 13,294 SF 12,669 SF GROSS DENSITY /LOTS PER ACRE: 1.52 LOTS /AC. 1.45 LOTS /AC. FRONT YARD: 25' MINIMUM 25' MINIMUM SIDE YARD: 8 FEET 5' MINIMUM REAR YARD: 20' MINIMUM 20' MINIMUM MAX. HEIGHT 21/2 STORY /35 FEET 21/2 STORY /35 FEET PLANNED DEVELOPMENT CONDITIONS - PD - "SF9 "_AND_ "SF -7" A) The exterior of a maximum of 18 single family residences in this development shall be permitted to be constructed with stucco exterior finish in lieu of masonry as provided in the Comprehensive Zoning Ordinance. Stucco as used in this ordinance shall be defined as continuous plaster or mortar of seven - eighths (7/8 ") of an inch thickness over wood frame with metal lath and elastomeric topcoat. All single family residences permitted to be of stucco material or plaster shall be of earth tone color. B) Minimum 25 -foot front building line shall be provided for all single family lots. C) Homes to be built on Lots 1, 2, 25, 26 and 27 in Block D shall have a minimum size of 2,800 square feet. D) Sidewalks will be constructed at time of house construction on all single family lots. E) No alley will be provided for any Lots. F) Detached buildings and hardscapes shall be permitted i n front ya r d, but must be beh i nd the 25 foot , building setback. ',.,front G the street for all with front drive access n r r 1 a ss on a s eet which measures A rolled curb ma be used on # Y y twenty -seven feet (27') from gutter to gutter. H) A drainage flood study approved by the City Engineer will be required with the submission of a final plat for this development. 1) There will be a minimum side yard setback of 5 feet on Lots 1 -27, Block D. J) The center island in the cul -de -sac at the east end of Persimmon Drive shall be constructed of cobblestone patterned concrete and shall be maintained by the Homeowners Association. K) The Homeowners Association shall be responsible to maintain the stabilization along the creek bank of Denton Creek from erosion. Each tot Owner shall be notified and provide a hold harmless agreement by separate instrument that the City and Developer are not liable for future erosion of the creek bank. L) The Homeowners Association shall be responsible to maintain the storage basins /ponds being constructed with the development. M) The hike/bike trail shown hereon will private and shall be maintained by the Homeowners Association. N) Tree mitigation fees of $125,060 must be paid prior to construction. O) Park fees are required in the amount of $1285 per lot. \ P) The creek crossing shall be a concrete dual arch culvert with a stone veneer and a steel rail on a reinforced stone base. L.y i _. ... ��- CI OF COPPEl1!' �� / / �� PROP. 5' 15' PAYED •i ELI 04 SIDEWALK / 1 X EMERGENCY ' v ' 5' W L 1f / \\� \\\ ' %f /If DETAIL LOT 2X \ A ESS E S MENT / `�8i %S! BLOCK `L 9 / f \ , 20' DRAINAGE �{ x EASEMENT S� / ! J 0 D MYERS SURVEY ABSTRACT N .886 J �J� ix .•yti� ti +' `V ZONED: SF -12 1 I j t I BLOCK F j PROPOSED lF`iQ \ �� �'r ��� eeraj & vitha Akula ( t�/ PAVEMENT �O' 1� \ \�\\ OAF -PAY/ lust. # 070087752/ i ( LIMITS OF STORAGE POND _-/_� PROP. 5 G� / / / / Ij, 125' TP &L EASEMENT Z o 71 SIDEWALK v l \` CITY OF COPPELL f ONED: PD74235 -0 \ Approximately Location JOHN JACKSON SURVEY ABSTRACT N0/98 / \\ CITY LIMIT LINE S NED: -12 ` \\ W. PERRY ABSTRACT NO. 1152 / c Henry Henr Tate �\ CITY OF COPPELL c i FS y O 06 0l. 2001231, Pg. 4680/ 1_ D.R.D.C.T. / 23s AC. Z. N l ' r CITY OF CARROLLTON v to SEE SHEET 2 OF 2 FOR LINE AND CURVE TABLE AND LOT AREAS SHEET 1 OF 2 SITE PLAN 82 LOT SUBDIVISION DETAILED PD "SF -9" LOTS 1 -16 & 1X, BLOCK A. LOTS 1 -16 & 1X, BLOCK B & LOTS 1 -239 & 1 X, BLOCK C DETAILED PD "SF -7" LOTS 1 -27, BLOCK D LOT 1 X. BLOCK E & 1 X. BLOCK F AND COMMON LOTS 2X AND 3X BLACKBERRY FARM ADDITION BEING A 54.855 ACRE TRACT IN THE EDWARD A. CROW SURVEY, ABSTRACT NO. 300 JOHN JACKSON SURVEY, ABSTRACT NO. 698 DAVID MYERS SURVEY, ABSTRACT NO. 886 COPPELL, DALLAS COUNTY, TEXAS Henry Tate Vol. 91226, Pg. 332 ¢ = ' �% A`: •: �-I' `1 OWNER / DEVELOPER Inst. #20070387504 D.R.D.C.T. N d / .:.• NOTE: SEE SEPARATE EXHIBIT FOR D.R.D.C.T, a f % j'• '• *r� BLACKBERRY FARM LLC RETAINING WALL AND SCREENING ° a / l %. �• .....:.kh C/O THE HOLMES BUILDERS Revised per City Councr / J N �, L, LYNN KADLECK 225 E. SH 121 con iii ns on WALL LOCATIONS. / / "• • • • • • • • • • • • • _ • • • • • Cop ell, Texas 75019 0 j ` �i�o 47258 ; •��i Copp ell, ity of Carrollton £ a % /�0�.• c�,,� 214- 488 -5200 ol. 91226, Pg. 332 0 o Q ���FSS�i,.���' FAX 214 -488 -5255 D.R.D.C.T. PREPARED BY 4a 17) DETAIL LOT 3X 4 Q� `3 KADLECK & ASSOCIATES t,� 1 ENGINEERING PLANNING SURVEYING 2000 N. CENTRAL EXPY. SUITE 113 r�Q�i• A(972) 881 -0771 PLANO, TX 75074 (/ TBPE Reg. No. F- 6460 /18PLS Reg. No. 100555 -00 OCT. JO 17, 2012 JOB #10542 { Q M en M 0 N N NUM BEARING DISTANCE L1 N25'37'12 "W 202.03' L2 S1 3'08'25 "E 76.45' L3 SO'38'25 "E 91.00' L4 S19'21'15 "W 136.06' L58 N89'46'35 "E 240.15' L59 N1'03'42 "E 1.35' S52'55'36 "E 116.06' L68 $52'41'80 "E 27.59' LL5 N89'21'23 "W 23.24' L70 N32'36'10 "E 16.52' L71 N32'36'10 "E 15.14' L72 N32'36'10"E 18.07' L73 S30'57'11 "E 14.30' L14 N17 *19'54 "E 15.05' L15 N68'41'24 "W 13.98' L16 N52'51'48 "E 120.70' 1-17 N52'51'48 "E 120.70' L18 I N52'51'48 "E 120.70' L19 S87'42'15 "W 5.00' L20 S2'1 7'45 "E 211.77' L21 S72'37'54 "W 33.03' L22 S2'1 7'45 "E 171.30' L23 N75'52'59 "W 81.44' L24 N87'42'1 5 "E 63.26' L25 S1 7'48'46 "E 114.10' L26 N51 *21'47"W 53.81' L27 S86'21'04 "E 78.44' L28 S5'33'08 "E 15.65' L29 N76'18'47 "E 14.27' 1-30 519'35'24 "E 13.88' L31 N67'12'37 "E 15.01' L32 N88'09'30 "W 121.91' L33 S66'27'53 "W 66.83' L34 N62'46'53 "W 66.83' L35 N50'57'09 "W 28.66' L36 S25'25'56 "E 50.00' L37 573'04'44 "E 13.47' L38 S25'25'56 "E 14.04' L39 S25'25'56 "E 14.04' L40 N22 *12'52 "E 13.47' L41 N89'36'19 "E 43.94' L42 N89'36'19 "E 28.75' L43 N89'36'1 9 "E 72.59' L44 N27-48.18 "W 241.79' L45 N27'48'18 "W 227.14' L46 N27'48'18"W 183.29' F L47 N44'51'20 "W 9.78' L48 N7'40'39 "W 9.37' L49 S2'1 7'45 "E 16.66' L50 S72'22'1 7 "W 86.49' L51 525'04'49 "E 9.73' L52 N1 4'51'41 "W 95.86' L53 I 541'27-3U- L V4.1U L54 S25'04'49 "E 77.44' L55 N64'55'04 "W 66.26' L56 N14'46'11 "E 5.75' L57 N88'09'30 "W 13.09' L58 N88'09'30 "W 13.53' L59 N62'46'53 "W 17.76' L60 1 N62-46 -53 "W 49.07' LINE AND CURVE TABLES NUM BEARING_ DISTANCE L61 N_88_'09'30 "W 26.61' L62 N65'18'35 "W 81.71' L63 N66'33'27 "E 112.53' L64 N50'22'35 "E 10.45' L65 N52'51'48 "E 8.76' L66 N52'51'48 "E 31.53' L67 S40'15'13 "W 17,49' L68 N52'61'48 "E 31.52' L69 N27-48'1 8-W 30.72' L70 N89'36'1 9 "E 16.52' L71 N89'36'1 9 "E 12.23' L72 N30'34'43 "E 70.04' L73 544'14'55 "E 98.91' L74 N26'55'19 "E 8.12' L75 S66'27'53 "W 31.63' L76 N62'46'53 "W 31.63' L77 N72'03'44 7E 45.79' L78 N82'1 3'33 "E 77.48' L79 S89'39'31 "E 37.50' L80 S43'37'1 YE 52.38' L81 S51 *16'02 "E 47.91' L82 N57'03'09 "E 41.84' L83 I N9'54'33 "E 49.36' L84 N80'23'01 "E 80.82' L85 S77'1 6'58 "W 124.53' L86 N65'18'35 "W 100.68' L87 N72'22'17 "E 45.60' L88 N72'22'17 "E 40.89' L89 N77'1 6'58 "E 52.04' L90 S77'1 6'58 "W 72.50' L91 N65'18'35'W 18.97' L92 N57'47'35 "W 14.42' L93 N57'47'35 "W 11.66' L94 S76'1 4'23 "E 87.95' L95 I S57'47'35 "E 26.08' L96 N76'14'23 "W 19.37' L97 N76'1 4'23 "W 68.58' L98 N45'35'20 "W 53.11' L99 S42'04'49 "E 66.91' L100 S45'55'46 "E 47.28' L101 S42'04'49 "E 50.18' L102 S42'04'49 "E 16.72' L103 S54'1 9'42 "E 61.51' L104 N54'19'42 "W 31.21' L105 1 N54'19'42 "W 30.29' NUM DELTA ARC RADIUS BEARING DISTANCE C1 6'{}0'12" 94.82' 905.00' N55'39'49 "W 94 78' C2 12`53'46" 137.36' 610.29' N58'1 9'43 "W 137.07' C3 14'51'47" 201.04' 775.00' N74'55'33 "W 200.48' C4 22'09'29" 208.27' 538.55' S46'55'33 "W 206.98' C5 46'11'53" 428.50' 531.43' S58'22'1 7 "W 416.99' C61 28'20'50" 272.11' 550.00' S49'03'56 "W 269.35' C7 20'19'43" 181.15' 510.56' S76'23'40 "W 180.20' C8 77'01'48" 80.67' 60.00' N11'51'41 "E 74.73' C9 31'16'34" 177.53' 325.23' N68'30'06 "E 175.34' C10 32'32'39" 170.53' 300.23' N69'08'08 "E 168.25' C11 26'05'00" 159.44' 350.23' N66'01'1 4 "E 158.07' C12 31'28'34" 195.82' 356.44' N37'07'32 "E 193.36' C13 25'31'07" 147.62' 331.44' N40'06'1 5"E 146.40' C14 26'17'23" 175.02' 381.44' N39'43'07 "E 173.49' C15 28'39'26" 125.04' 250.00' S16'37'28 "E 123.74' C16 19'28'48" 76.50' 225.00' S1 2'02'09"E 76.13' C17 20'32'09" 98.57' 275.00' $12'33'50 "E 98.04' C18 23'42'08" 219.85' 531.43' 547'07'24 "W 218.28' C19 22'29'45" 208.65' 531.43' S70'13'21 "W 207.32' C20 1 29933'05"..1. 261.41' 50.00' N85'38'43 "W 50.34' LOT AREAS C/9 12152 C/10____ 32449 C 11 52178 C/1 2 40840 C/13 31835 C 14 12752 C/1 5 11744 C 16 11482 C/17 11258 C/ 18 10812 C/1 9 11242 C/20 12114 C/21 11137 C 43- , C 1X 40720 D/1 15689 D/ 2 20136 D/3 14315 D/4 11048 D/5 9393 D/6 9125 D L7 10256 D/8 12267 D/9 10402 D/1 0 9285 D/11 8890 D/12 9238 D/13 9062 D/14 10689 b 15 17585 D/16 28774 D 17 10486 D/18 8951 D 19 9260 D/20 11235 D/21 13710 D/ 22 11402 D/23 13495 D/24 16467 ©25 12844 D/26 10197 D/27 11017 E 1X 64535 F 1X 886589 2X 2386 3X 3065 GROSS DENSITY/ LOTS PER ACRE SF -9 1.52 LOTS /AC SF -7 1.45 LOTS /AC SHEET 2 OF 2 SITE PLAN 82 LOT SUBDIVISION DETAILED P "SF- 9" LOTS 1--16 & 1X, BLOCK At LOTS 1 -16 & 1 X, BLOCK B & LOTS 1 -239 & 1 X. BLOCK C DETAILED PD "SF -7" LOTS 1 -279 BLOCK D LOT 1 X. BLOCK E & 1 X. BLOCK F AND COMMON LOTS 2X AND 3X BLACKBERRY FARM ADDITION BEING A 54.855 ACRE TRACT IN THE EDWARD A. CROW SURVEY, ABSTRACT NO. 300 JOHN JACKSON SURVEY, ABSTRACT NO. 698 DAVID MYERS SURVEY, ABSTRACT NO. 886 COPPELL, DALLAS COUNTY, TEXAS OWNER /DEVELOPER BLACKBERRY FARM, LLC C/O THE HOLMES BUILDERS H 121 225 E. S Coppeli, Texas 75019 F,,evised per City Council: 214- 488 -5200 :on iti ns on FAX 214- 488 -5255 - PREPARED BY KADLECK & ASSOCIATES ENGINEERING PLANNING SURVEYING C� 2000 N. CENTRAL EXPY. SUITE 113 (972) 881 -0771 PLANO, TX 75074 OCT. 17, 2012 TBPE Reg. No. F- 6460 /TBPLS Reg. No. 100555 -00 JOB #10542